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Abdelmadjid SI SALEM,Souad AIT TALEB,Kamal AIT TAHAR
Frontiers of Structural and Civil Engineering 2015, Volume 9, Issue 2, Pages 154-162 doi: 10.1007/s11709-015-0296-8
Keywords: design GFRP-Jacket polymer tube test reliability analysis
Divahar RAVI, Aravind Raj PONSUBBIAH, Sangeetha Sreekumar PRABHA, Joanna Philip SARATHA
Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 4, Pages 930-946 doi: 10.1007/s11709-020-0652-1
Keywords: concrete encased beam trapezoidally corrugated web loading capacity super elasto-plastic
Mohammed FARUQI, Mohammed Sheroz KHAN
Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 1, Pages 81-91 doi: 10.1007/s11709-018-0468-4
Keywords: FRP CFRP concrete elevated temperatures deflections prestress
Frontiers of Structural and Civil Engineering 2023, Volume 17, Issue 5, Pages 704-721 doi: 10.1007/s11709-023-0941-6
Keywords: precast steel–UHPC composite beam flexural performance longitudinal shear performance parametric study
Effect of eccentricity in reinforced concrete beam-column-slab connection under cyclic loading
Rooh ULLAH, Amjad NASEER, Muhammad FAHIM, Mohammad ASHRAF, Eid BADSHAH
Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 2, Pages 390-398 doi: 10.1007/s11709-021-0690-3
Keywords: corner connection eccentricity strength degradation stiffness degradation energy dissipation performance levels
Cyclic behavior of stiffened joints between concrete-filled steel tubular column and steel beam with
Chunyan QUAN,Wei WANG,Jian ZHOU,Rong WANG
Frontiers of Structural and Civil Engineering 2016, Volume 10, Issue 3, Pages 333-344 doi: 10.1007/s11709-016-0357-7
Keywords: narrow outer diaphragm concrete-filled tubular column joint inner and outer stiffening cyclic behavior
Jun He, Sihao Wang, Yuqing Liu, Zhan Lyu, Chuanxi Li
Engineering 2017, Volume 3, Issue 6, Pages 806-816 doi: 10.1016/j.eng.2017.11.005
The synergistic use of partially encased concrete and composite girders with corrugated steel websthe load-carrying capacity, failure modes, flexural and shear stress distribution, and development of concretecracking does not exist, but significantly influences the shear stiffness after concrete cracking.However, after concrete cracking in the tension field, the normal stresses of a corrugated web in theloadcarrying capacity of such composite structures, thereby providing a reference for the design of partially encased
Keywords: Encased concrete Composite girder Corrugated steel web Interaction of shear and bending
Concrete construction technology on tower beam of Three Gorges Project ship lift
Yu Ying
Strategic Study of CAE 2013, Volume 15, Issue 9, Pages 27-32
he concrete construction of the beam concrete of tower load-bearing structurein tower beam of the Three Gorges Project ship lift, the concrete construction technology for continuedconstruction of the Three Gorges Project ship lift top beam is summarized, which uses hierarchical,construction for tower beam.The concrete construction practices of Three Gorges Project ship lift tower beam certify the effectiveness
Keywords: ship lift beam concrete construction joints pouring stratification Three Gorges Project
Experimental study on shear behavior of reinforced concrete beams with web horizontal reinforcement
Dong XU,Yu ZHAO,Chao LIU
Frontiers of Structural and Civil Engineering 2014, Volume 8, Issue 4, Pages 325-336 doi: 10.1007/s11709-014-0080-1
Keywords: reinforced concrete beam shear strength web horizontal reinforcement experiments
Jianmin ZHOU, Shuo CHEN, Yang CHEN
Frontiers of Structural and Civil Engineering 2013, Volume 7, Issue 3, Pages 316-324 doi: 10.1007/s11709-013-0211-0
Keywords: concrete beam high-strength steel bar crack width deformation
Nazim Abdul NARIMAN, Martin HUSEK, Ilham Ibrahim MOHAMMAD, Kaywan Othman AHMED, Diyako DILSHAD, Ibrahim KHIDR
Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 2, Pages 378-389 doi: 10.1007/s11709-021-0706-z
Keywords: three-point flexure test softening stage flexural crack flexural strain
The Double-K Fracture Parameter of Concrete for Non-Standard Three Point Bending Beam Specimens
Wu Zhimin,Xu Shilang,Ding Yining,Lu Xijing,Liu Jiayi,Ding Sheng gen
Strategic Study of CAE 2001, Volume 3, Issue 4, Pages 76-81
Using the non-standard three-point bending beam specimens of concrete, which have the span/ heightThis indicates that the double-K fracture parameter can be considered as a constant for concrete materials
Keywords: concrete three-point bending beam fracture parameter
Yunlin LIU, Shitao ZHU
Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 5, Pages 1095-1104 doi: 10.1007/s11709-019-0538-2
Keywords: PCS concrete side joint numerical simulation fiber-beam element joint model solid element joint model
Design theory and experimental study for flexural strength of steel box-concrete composite beam
Zhong Xingu,Shu Xiaojuan,Shen Mingyan,Mo Shixu,Xie Wen
Strategic Study of CAE 2008, Volume 10, Issue 10, Pages 47-53
Keywords: steel box concrete composite beam design theory experimental study
Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 6, Pages 1426-1440 doi: 10.1007/s11709-021-0783-z
Keywords: beam external prestressing ultra-high-performance concrete fiber-reinforced polymers shear behavior
Title Author Date Type Operation
Experimental and statistical investigation of a new concrete-composite beam with encased polymer tube
Abdelmadjid SI SALEM,Souad AIT TALEB,Kamal AIT TAHAR
Journal Article
Experimental, analytical and numerical studies on concrete encased trapezoidally web profiled cold formed
Divahar RAVI, Aravind Raj PONSUBBIAH, Sangeetha Sreekumar PRABHA, Joanna Philip SARATHA
Journal Article
Deflection behavior of a prestressed concrete beam reinforced with carbon fibers at elevated temperatures
Mohammed FARUQI, Mohammed Sheroz KHAN
Journal Article
Flexural and longitudinal shear performance of precast lightweight steel–ultra-high performance concretecomposite beam
Journal Article
Effect of eccentricity in reinforced concrete beam-column-slab connection under cyclic loading
Rooh ULLAH, Amjad NASEER, Muhammad FAHIM, Mohammad ASHRAF, Eid BADSHAH
Journal Article
Cyclic behavior of stiffened joints between concrete-filled steel tubular column and steel beam with
Chunyan QUAN,Wei WANG,Jian ZHOU,Rong WANG
Journal Article
Mechanical Behavior of a Partially Encased Composite Girder with Corrugated Steel Web: Interaction of
Jun He, Sihao Wang, Yuqing Liu, Zhan Lyu, Chuanxi Li
Journal Article
Concrete construction technology on tower beam of Three Gorges Project ship lift
Yu Ying
Journal Article
Experimental study on shear behavior of reinforced concrete beams with web horizontal reinforcement
Dong XU,Yu ZHAO,Chao LIU
Journal Article
Calculation methods of the crack width and deformation for concrete beams with high-strength steel bars
Jianmin ZHOU, Shuo CHEN, Yang CHEN
Journal Article
Analysis of stiffness and flexural strength of a reinforced concrete beam using an invented reinforcement
Nazim Abdul NARIMAN, Martin HUSEK, Ilham Ibrahim MOHAMMAD, Kaywan Othman AHMED, Diyako DILSHAD, Ibrahim KHIDR
Journal Article
The Double-K Fracture Parameter of Concrete for Non-Standard Three Point Bending Beam Specimens
Wu Zhimin,Xu Shilang,Ding Yining,Lu Xijing,Liu Jiayi,Ding Sheng gen
Journal Article
element analysis on the seismic behavior of side joint of Prefabricated Cage System in prefabricated concrete
Yunlin LIU, Shitao ZHU
Journal Article
Design theory and experimental study for flexural strength of steel box-concrete composite beam
Zhong Xingu,Shu Xiaojuan,Shen Mingyan,Mo Shixu,Xie Wen
Journal Article